146
Views
1
CrossRef citations to date
0
Altmetric
Original Articles

Comparative study on the performance of serrated interfaces in multi-layer pavements

, &
Pages 670-686 | Received 31 Aug 2015, Accepted 18 Apr 2016, Published online: 10 May 2016

References

  • Canestrari, F., Ferrotti, G., Lu, X., Millien, A., Partl, M. N., Petit, C., … Raab, C. (2013). Mechanical testing of interlayer bonding in Asphalt pavements. Dordrecht, Netherlands: Springer.
  • Francavilla, A., & Zienkiewicz, O. (1975). A note on numerical computation of elastic contact problems. International Journal for Numerical Methods in Engineering, 9(4), 913–924.
  • Hachiya, Y., & Sato, K. (1997). Effect of tack coat on binding characteristics at interface between asphalt concrete layers. Proceedings of 8th International Conference on Asphalt Pavements, 1, 349–362.
  • Hakim, B. A., Cheung, L. W., & Armitage, R. J. (2000). Use of FWD data for prediction of bonding between pavement layers. International Journal of Pavement Engineering, 1(1), 49–59.
  • Kruntcheva, M. R., Collop, A. C., & Thom, N. H. (2005). Effect of bond condition on flexible pavement performance. Journal of Transportation Engineering, 131(11), 880–888.
  • Leng, Z., Ozer, H., Al-Qadi, I. L., & Carpenter, S. H. (2008). Interface bonding between hot-mix asphalt and various Portland cement concrete surfaces. Transportation Research Record, 11(2057), 46–53.
  • Ministry of transport of China. (2006). Specifications for design of highway asphalt pavement JTGD50-2006 (in Chinese).
  • Ozer, H., Al-Qadi, I. L., Wang, H., & Leng, Z. (2012). Characterisation of interface bonding between hot-mix asphalt overlay and concrete pavements: Modelling andin-situresponse to accelerated loading. International Journal of Pavement Engineering, 13(2), 181–196. doi:10.1080/10298436.2011.596935
  • Pantano, A., & Averill, R. C. (2002). A penalty-based finite element interface technology. Computers & Structures, 80(22), 1725–1748.
  • Raposeiras, A. C., Castro-Fresno, D., Vega-Zamanillo, A., & Rodriguez-Hernandez, J. (2013). Test methods and influential factors for analysis of bonding between bituminous pavement layers. Construction and Building Materials, 43, 372–381. doi:10.1016/j.conbuildmat.2013.02.011
  • Romanoschi, S. A. (1999). Characterization of pavement layer interfaces (Ph.D). Louisiana State University and Agricultural & Mechanical College.
  • Romanoschi, S. A., & Metcalf, J. B. (2001). Characterization of asphalt concrete layer interfaces. Transportation Research Record, 1778, 132–139.
  • Santagata, F., Partl, M., Ferrotti, G., Canestrari, F., & Flisch, A. (2008). Layer characteristics affecting interlayer shear resistance in flexible pavements. Proceedings of Association of Asphalt Paving Technologists, 77, 221–256.
  • Tur, M., Fuenmayor, F., & Wriggers, P. (2009). A mortar-based frictional contact formulation for large deformations using Lagrange multipliers. Computer Methods in Applied Mechanics and Engineering, 198(37), 2860–2873.
  • Uzan, J., Livneh, M., & Eshed, Y. (1978). Investigation of adhesion properties between asphaltic-concrete layers. Proceedings of the Association of Asphalt Paving Technologists, Technical Sessions, 47, 495–521.
  • West, R. C., Zhang, J., & Moore, J. (2005). Evaluation of bond strength between pavement layers. NCAT Report, 05-08.
  • Weyler, R., Oliver, J., Sain, T., & Cante, J. C. (2012). On the contact domain method: A comparison of penalty and Lagrange multiplier implementations. Computer Methods in Applied Mechanics and Engineering, 205–208, 68–82. doi:10.1016/j.cma.2011.01.011
  • Yoo, P. J., Al-Qadi, I. L., Elseifi, M. A., & Janajreh, I. (2006). Flexible pavement responses to different loading amplitudes considering layer interface condition and lateral shear forces. International Journal of Pavement Engineering, 7(1), 73–86. doi:10.1080/10298430500516074

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.